drawing index project notes · drawing index project notes waikato regional theatre hamilton...
TRANSCRIPT
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ReasonRev Date Appd
Consultants
RevJob No Sheet No
Sheet Title
Filename
ScaleDrawn
All dimensions to be verified on site before making any shop drawings or commencing any work The copyright of this drawing remains with Holmes Consulting Group LP
(at A1)
This drawing set contains colour.
All reproduction to be in colour.
Holmes Consulting
39 Market Place
Auckland 1010
New Zealand
HolmesConsulting.co.nz
T: +64 9 965 4789
Drawing Index Project Notes
WAIKATO REGIONAL THEATRE
HAMILTON
VICTORIA STREET
and project notes
drawing index
DRL n.t.s.
135713.50 P-EW levels.dwg
135713.50 C00-01 7
C00-00 cover
C00-01 drawing index and project notes
Enabling Earthworks
C01-02-E existing conditions and drainage demolition plan
C01-03-E existing conditions and contour plan
C02-01-E enabling earthworks contour-grading plan and levels
C03-01-E enabling cut fill plan and volumes
C05-01-E enabling earthworks sections A-B
Final Design
C02-01 proposed contours and levels plan overall
C02-02 proposed contours and levels plan south
C02-03 proposed contours and levels plan north
C05-01 proposed overall services plan
C06-01 proposed stormwater services plan
C07-01 proposed stormwater longitudinal sections
C08-01 proposed wastewater services plan
C10-01 proposed wastewater longitudinal sections
C11-01 proposed water/other services plan
C15-01 services details
1 The Contractor shall obtain all applicable codes, licenses, standards, specifications, etc. which are necessary toperform the proposed work at no additional cost to the owner.
2 Construction specifications have been issued with this project and must be used in conjunction with thesedrawings. Specifications take precedence over drawings if there is a discrepancy between them.
3 The contractor shall maintain one copy of the current and approved construction plans, specifications, resourceconsent and building consent at the job site at all times.
4 The contractor shall notify the Design Engineer immediately upon discovering any conflicts or other problems inconforming to the approved construction drawings, specifications or details for any element of the proposedimprovements prior to proceeding with its construction.
5 Offsite and adjacent site data is for information purpose only.6 Levels are in terms of Moturiki 1953 origin of levels. SM SS 4 so 422723. RL 39.50. Sourced from LINZ geodetic
database 01.12.17. Coordinates are in terms of Mount Eden 2000 origin of coordinates. SM SS so 422723698994.38 mN 445835.50 mE. Refer to Harrison Grierson Consultants Drawings 142930-SS01 Rev 1, SS02 Rev 4,SS03 Rev 1, SS04 Rev 1.
7 Proposed site plan designed and provided to Holmes Consulting LP by Jasmax Architects.8 Contractor shall reference Waikato Regional Theatre Geotechnical Report by CMW Geosciences, dated 26 09 2018.
9 Access to all adjacent properties and facilities shall be maintained at all times.10 If hazardous material or suspect material is encountered the contractor shall notify the Client, Project Manager,
and Design Engineer before continuing work.11 All existing underground utility information (public and private) is indicative only and shown according to the best
information available to the Design Engineer. The contractor shall contact all utility owners prior to beginningexcavation or site grading. It shall be the contractor's responsibility for locating and protecting all utilities duringconstruction and for coordinating with the appropriate utility company for any utility crossings required.
12 The contractor shall be responsible for the coordination of the installation or relocation of all utilities above andbelow grade (water, wastewater, stormwater, street lights, gas, electric, telecommunications, etc.).
13 Permission for any contractor or client proposed use, disturbance or access of offsite property, permanent ortemporary, shall be obtained by the contractor in advance of the work.
14 The contractor shall provide written copy of any agreement or permit to use offsite property to the client prior toany use. The contractor shall not obligate the client to any stipulations unless the client becomes a party to theagreement.
15 Property boundaries shall be clearly indicated in order to delineate allowable limits of construction. No offsitedisturbance allowed without adjacent property owner approval.
16 Boundary lines and easements indicated hereon reflect information proved by Harrison Grierson. This plan may notinclude all information of record.
17 All work located within the road reserve shall be in accordance with the latest edition of the Regional InfrastructureTechnical Specification (RITS) and Hmilton City Council standards.
18 All site work to be in accordance with the New Zealand Building Code and all other relevant standards.19 All abandoned water, wastewater, and stormwater mains, manholes, stubs and accessories shall be abandoned per
Council specifications.20 The contractor shall provide all required temporary traffic control in accordance with Council and NZTA standards.
21 Contractor shall be responsible for temporary erosion and sediment control during construction.22 Contractor to check all set out dimensions and coordinate with the appropriate discipline.23 Exact locations of services to the building shall be coordinated with the building services engineer.24 Subsoil drains designed and documented by Jasmax as part of Theatre tanking details. Subsoil drains to be
connected to the stormwater system via gravity connections, with minimum gradient of 1:200 or 0.5%.
25 Retaining walls designed by others.26 Retaining wall elevations indicated are at the maximum wall height point of occurrence.27 This drawing set contains colour and if reproduced should be printed in colour only.28 All areas disturbed by construction and not paved at the completion of construction shall be reinstated to original
conditions.29 Dimensions shown on plans are horizontal distances as measured from centre of manhole to centre of manhole or
from centre of waterline fitting to centre of fitting. These may vary due to field conditions.30 Slope information provided for wastewater or stormwater pipe is calculated from centre of structure to centre of
structure.31 Contractor shall terminate services 1.5 metres outside of building foundation unless otherwise noted.32 Existing water and wastewater service shutoffs shall be coordinated with existing customers and Council to
minimize interruption of services.33 Existing asphalt pavement shall be straight saw cut when access to underground utilities is required and to adjoin
new asphalt pavement. Tack coat shall be applied to all exposed surfaces, including saw cuts, potholes, trenchesand asphalt overlays. Refer to specification.
34 Contactor shall adjust lid levels of all manholes, valve covers, and rodding eyes to finished grade.35 Existing water supply information has been obtained from Hamilton City Council City Waters GIS Viewer. The
Contractor shall confirm depth and location of water supply infrastructure prior to works commencing.
36 Water supply main in Victoria Street and Sapper Moore-Jones Place has been identified as an asbestos cement pipein HCC City Waters GIS. The Contractor shall observe all requirements regarding working around asbestos, includingusing the correct equipment and correct disposal technicques. Work involving asbestos should be carried out by aperson holding a certificate of competence and is controlled by the Health and Safety (Asbestos) Regulations 1998.
37 Threshold drainage designed by Jasmax, refer Jasmax documentation for further information.
38 Syphonic downpipe system designed by Ultraflow and documented by Ecubed, refer to Ecubed documentation forfurther information.
39 In the event that during earthworks on site any archaeological features, artifacts or human remains are found, theHamilton City Councils Accidental Discovery Protocol as per the District Plan shall be complied with.
40 Deep manholes to meet construction requirements of the RITS 5.2.7.3.41 Internal drop structures in wastewater manholes to be as per RITS standard drawing D5.1.42 For proposed works within Sapper Moore-Jones Place, refer to separate civil design package.43 Manholes to be fitted with proprietary in-fill lids with stainless steel frame, suitable for heavy traffic loading.
TH Consent2019-06-147
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existing building
existing building
existing building
existing
building
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
Sapper Moore Jones Place
Victoria S
treet
raised crossing
steps
steps
steps
s
e
a
t
s
e
a
t
seat
seat
seat
war monument
Victoria S
treet
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
WWR21123
LL 38.78
depth 1.97
IL 36.81
WWR21124
LL 35.66
depth 2.13
IL 33.53
WWR21125
could not be located
WWR21126
manhole not located due
to being in a building
WWR21127
LL 33.79
depth 1.81
IL 31.98
WWR22080
LL 33.68
depth 1.77
IL 31.91
dropper pipe from stormwater
WWMH
WWR22080
LL 33.61
depth 1.90
IL 31.71
SWS21090
LL 39.42
depth 2.3
IL 37.12
WWS21032
LL 39.15
depth 3.20
IL 35.95
WWS21033
LL 36.44
depth 2.40
IL 34.04
WWR22082
LL 33.85
(A) IL 31.28
(B) IL 28.92
(C) IL 28.88
(D) IL 31.48
(E) IL 31.48
(out) IL 28.85
SWR22060
LL 33.16
depth 1.70
IL 31.46
SWR22062
LL 27.32
depth 1.76
IL 25.56
SWR22061
LL 28.72
depth 1.10
IL 27.62
(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW(e)SW
(e)SW(e)SW
(e)SW
(e)S
W
(e)S
W
(e)S
W
storm water detention
tank 1.4w by 2.7l by 1.32d
LL 33.77
depth from ll to bottom 1.9
SWMH
LL 33.96
DEPTH 0.9
IL 33.06
LL 36.09
storm water detention tank .7w by 1.5l by .9d
outlet not able to be located due to silt build up
WWMH
LL 35.89
depth ??
IL ??
note: manhole is full of sewerage
will need pumped before invert can be determined
(e)WW(e)WW
(e)WW(e)WW
(e)W
W
(e)W
W
(e)W
W
(e)W
W
(e)W
W
(e)W
W
(e)W
W
(
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(
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(
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(
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(
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W
(
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)
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150Ø PVC
150Ø
clay
1
5
0
Ø
P
V
C
150Ø
clay
end of pipe not located
GIS is wrong in
this area pipe
not located
(e)S
W
(
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S
W
(
e
)
S
W
(
e
)
W
W
(
e
)
W
W
(e)S
W
(e)S
W
(e)S
W
(e)S
W
300Ø conc
(e
)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e
)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
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(e)WW(e)WW
(e)WW(e)WW
(e)WW(e)WW
(e)WW
(e)WW(e)WW
(e)WW
(e)WW
(e)WW
(e)WW
(e)WW
(e)WW
(e)WW
(e)WW
(
e
)
S
W
(
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)
S
W
WWMH
LL 38.99
depth 0.9
IL 38.09
blocked manhole
(e)W
W(e)W
W
(
e
)
S
W
(
e
)
S
W
(
e
)
S
W
WWMH
LL 35.88
depth ??
IL ??
note: manhole is full of sewerage
will need pumped before invert can be determined
(
e
)
W
W
(
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)
W
W
(
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)
W
W
(
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(
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(e)W
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(e)W
W
(e)W
W
(e)W
W
(e)S
W
(e)S
W
SWMH
LL 39.25
depth 0.94
IL 38.31
1
5
0
Ø
P
V
C
WWMH
LL 35.97
depth 0.8
IL 35.17
1
5
0
Ø
c
la
y
225Ø EW
(
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)
S
W
(
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)
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(
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(
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(
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(
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W
(
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W
450Ø
conc
150Ø
clay
(
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W3
0
0
Ø
c
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c
300Ø conc
225Ø
conc
225Ø EW
1
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Ø
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n
k
n
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w
n
(e)W
W
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(e)W
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WWMH
LL ??
depth ??
IL ??
note: manhole is full of sewerage
will need pumped before invert can be determined
SWS21121
LL 35.26
depth 1.72
IL 33.54
150Ø con
crete
2
2
5
Ø
P
V
C
1
5
0
Ø
P
V
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H
H
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W
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G
G
X X X X X X X X X X X X X X
X
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X
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X
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X
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X
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X
X
X
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X
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XX
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XX
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X
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X
X
X
X
X
X
X
X
X
X
X
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W(e)W
(e)W(e)W
(e)W(e)W
(e)W(e)W
(e)W(e)W
(e)W(e)W
(e)W(e)W
(e)W(e)W
(e)W(e)W
(e)W(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W(e)W
(e)W(e)W
(e)W
(e)W(e)W
(e)W(e)W
(e)W
(e)W
(e)W(e)W (e)W
(e)W (e)W (e)W(e)W (e)W
(e)W
150 AC main
150 AC main
250 A
C trunck
150 A
C m
ain
(
e
)
W
W
A
B
C
D
225Ø
E
W
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
225Ø
conc
(e)GAS
(e)GAS
(e)GAS
(e)GAS
(e)GAS(e)GAS
(e)GAS(e)GAS
(e)GAS
(e)GA
S
(e)GA
S
(e)GA
S
(e)GA
S
(e)GA
S
(e)GA
S
(
e
)
G
A
S
(e)G
AS
(e
)G
A
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(e)G
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(e)G
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(e)G
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(e)G
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(e)G
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(e)G
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(
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(
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34mm PE
MP
4 100m
m carbon steel
10mm
PE
10mm PE
(e)GAS
(e)GAS
(e)GAS
(e)GAS
MP
4 100m
m carbon steel
MP
4 32m
m P
E
25m
m P
E
MP
4 32m
m P
E
2
5
m
m
P
E
1
0
m
m
P
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1
0
m
m
P
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(e)D
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WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(
e
)
P
W
R
(e)P
WR
(e)PWR(e)PWR (e)PWR (e)PWR
(e)PWR
(
e
)
P
W
R
(e)PWR(e)PWR
(e)PWR
(e
)P
W
R
(e)P
WR
(e)P
WR
(e)PWR
(e)PWR
(e)PWR(e)PWR
(e)PWR(e)PWR
(e)PWR
(e)PWR
(
e
)
P
W
R
(e)PWR (e)PWR (e)PWR
(e
)P
WR
(e
)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)PWR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)PWR (e)PWR (e)PWR (e)PWR (e)PWR (e)PWR
(e)PWR
(e)PWR
(
e
)
P
W
R
(
e
)
P
W
R
(
e
)
P
W
R
(
e
)
P
W
R
(e
)P
W
R
(e
)P
W
R
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
W
R
(e)P
W
R
(e)P
W
R
(e)P
W
R
(e)P
W
R
(e)P
W
R
(
e
)
P
W
R
(
e
)
P
W
R
(e)P
WR
(e)P
WR
(e)P
WR
(
e
)
P
W
R
(
e
)
P
W
R
(
e
)
P
W
R
(e)P
WR
(e)P
WR
(
e
)
P
W
R
(e)P
W
R
(e
)P
W
R
(e
)P
W
R
(e
)P
W
R
(e
)P
W
R
(e
)P
W
R
(e
)P
W
R
(e
)P
W
R
(e
)P
W
R
(e
)P
W
R
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)PWR
(e)P
WR
(e)P
WR
(e)PWR(e)PWR (e)PWR
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)FIB (e)FIB (e)FIB(e)FIB
(e)FIB(e)FIB (e)FIB (e)FIB
(e)FIB(e)FIB
(e)FIB(e)FIB
(e)FIB(e)FIB
(e)FIB
(e)FIB (e)FIB(e)FIB (e)FIB
(e)FIB(e)FIB (e)FIB
(e)FIB (e)FIB
(e)FIB
(e)FIB
(e)FIB
(e)F
IB
(e)FIB
(e)FIB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
XX
XX
X
X
X
X
X
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
XXXX
XXXX
XXXX
XXXX
XXXX
XXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
XX
XX
XX
XX
XX
XX
XX
X
X
X
X
X
XX
XX
XX
X X XX
ReasonRev Date Appd
Consultants
RevJob No Sheet No
Sheet Title
Filename
ScaleDrawn
All dimensions to be verified on site before making any shop drawings or commencing any work The copyright of this drawing remains with Holmes Consulting Group LP
(at A1)
This drawing set contains colour.
All reproduction to be in colour.
Holmes Consulting
39 Market Place
Auckland 1010
New Zealand
HolmesConsulting.co.nz
T: +64 9 965 4789
N
Wastewater MH (existing)
Stormwater MH(existing)
Stormwater pipe (existing)
Wastewater pipe (existing)
Water pipe supply (existing)
Telecommunications (existing)
Power (existing)
Fibre optic (existing)
Gas (existing)
Duct (existing)
Drain (existing)
Gas connection (existing)
Stormwater sump (existing)
Water valve (existing)
Water meter (existing)
Fire hydrant (existing)
Street light (existing)
Telecommunications box (existing)
Power box (existing)
Service to be removed/abandoned
Tree and drip line (existing)
Area of archaeological interest
legend:
WW
Contours major (existing)
Contours minor (existing)
X X X X X
W
H
G
remove sump
remove tank
remove MH
remove MH
remove MH
remove MH
remove MH
remove MH
remove SW
tank and MH
transformer to be removed
to be confirmed by others
WAIKATO REGIONAL THEATRE
HAMILTON
VICTORIA STREET
demolition plan
existing conditions and drainage
DRL 1:200
135713.50 P-M services levels.dwg
135713.50 C01-02-E 5
remove existing water valves x3 to be confirmed on site
remove MH
cap existing wastewater line location to be confirmed
remove MH
remove MH
(e)GAS
TH Consent2019-06-145
(e)PWR
(e)DUCT
(e)FIB
(e)SW
(e)WW
(e)W
-
existing building
existing building
existing building
existing
building
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
Sapper Moore Jones Place
Victoria S
treet
kerb and channel
footpath
street parking
street parking
carpark
entrance
hillside
hillside
w
alk
w
a
y
street parking
street parking
driveway
access
kerb and channel
footpath
footpath
access ramp
court
yard
fo
o
tp
a
th
re
ta
in
in
g
w
a
ll
fo
o
tp
a
th
re
ta
in
in
g
w
a
ll
retaining w
all
street parking
garden
mountable kerb and channel
mountable kerb and channel
mountable kerb and channel
garden
traffic island
street parking
garden
loading zone
garden
traffic
island
street parking
kerb and channel
covered footpath
street
parking
bus stop
raised crossing
garden
s
t
e
p
s
covered drive w
ay
concrete area
concrete
carpark
canopy
grass
area
path
wooden
deck
steps
steps
steps
s
e
a
t
s
e
a
t
seat
seat
seat
e
x
t
e
n
t
overgrown
hillside
garden
concrete path
grass
area
wall
wall
steps
steps
retaining
wall
retaining w
all
steps
WALL
GARDEN
garden
garden
garden
garden
wall
extent of vegetation
overgrown
hillside
concrete drivew
ay
grassstrip
stairs
ramp
garden
canopy
top of kerb
top of kerb
vegetation
of
stairs and ramp
riff raff statue
indicative power transformer obscured by vegetation ref# rm410 and t4110
war monument
mountable kerb and channel
Victoria S
treet
site boundary
site boundary
site boundary
site boundary
2
0
.0
2
0
.0
20.0
2
0
.0
2
0
.0
25.0
25.0
2
5
.
0
3
0
.
0
3
0
.
0
3
5
.
0
3
5
.0
ReasonRev Date Appd
Consultants
RevJob No Sheet No
Sheet Title
Filename
ScaleDrawn
All dimensions to be verified on site before making any shop drawings or commencing any work The copyright of this drawing remains with Holmes Consulting Group LP
(at A1)
This drawing set contains colour.
All reproduction to be in colour.
Holmes Consulting
39 Market Place
Auckland 1010
New Zealand
HolmesConsulting.co.nz
T: +64 9 965 4789
N
Street light (existing)
Tree and drip line (existing)
Area of archaeological interest
legend:
Contours major (existing)
Contours minor (existing)
WAIKATO REGIONAL THEATRE
HAMILTON
VICTORIA STREET
existing site and contour plan
DRL 1:200
135713.50 P-M services levels.dwg
135713.50 C01-03-E 1
TH Consent2019-06-141
-
0
10
20
30
40
50
60
70
80
90
100
100
0
10
20
30
40
50
60
70
80
RL 34.500m
22.5
2
5
.0
2
7
.
5
2
7
.5
3
0
.
0
30.0
3
2
.
5
3
2
.
5
3
5
.
0
3
7
.
5
40.0
4
0
.
0
Sapper Moore Jones Place
Victoria S
treet
street parking
street parking
driveway
access
kerb and channel
footpath
footpath
access ramp
fo
o
tp
a
th
re
ta
in
in
g
w
a
ll
fo
o
tp
a
th
re
ta
in
in
g
w
a
ll
street parking
garden
mountable kerb and channel
mountable kerb and channel
mountable kerb and channel
traffic island
street parking
garden
loading zone
GA
RD
EN
traffic
island
street parking
kerb and channel
covered footpath
street
parking
bus stop
raised crossing
concrete area
wooden
deck
steps
steps
steps
s
e
a
t
s
e
a
t
seat
seat
seat
overgrown
hillside
wall
garden
garden
garden
garden
wall
garden
top of kerb
top of kerb
riff raff statue
war monument
mountable kerb and channel
Victoria S
treet
proposed future Hotel development
site boundary
site boundary
site boundary
site boundary
existing Embassy Plaza
site boundary
site boundary
site boundary
site boundary
RL 31.000m
RL 29.300m
RL 34.500m
RL 34.400m
RL 39.000m
RL 31.000m
RL 31.000m
RL 33.800m
3
5
.0
3
4
.0
ReasonRev Date Appd
Consultants
RevJob No Sheet No
Sheet Title
Filename
ScaleDrawn
All dimensions to be verified on site before making any shop drawings or commencing any work The copyright of this drawing remains with Holmes Consulting Group LP
(at A1)
This drawing set contains colour.
All reproduction to be in colour.
Holmes Consulting
39 Market Place
Auckland 1010
New Zealand
HolmesConsulting.co.nz
T: +64 9 965 4789
legend:
Contours major (existing)
Contours minor (existing)
Contours major (proposed)
Contours minor (proposed)
Building footprint (proposed)
Site boundary
Extent of earthworks
Area of archaeological interest
Access door
N
AC05-01-E
BC05-01-E
Design notes:
1. Cut/fill levels assumed to be 0.5 m below thefinished floor level of the proposeddevelopment.
2. Earthworks have not been modelled beyond thesite boundary.
3. Where space is not limited by proximity toboundary, a 1.0 m horizontal offset has beenincluded from the building footprint.
4. Cut and fill plans have assumed sheet piling willbe used instead of batter slopes due tolimitations in space and construction close to thesite boundary.
WAIKATO REGIONAL THEATRE
HAMILTON
VICTORIA STREET
grading plan and levels
enabling earthworks contour-
DRL 1:200
135713.50 P-EW levels.dwg
135713.50 C02-01-E 3
TH Consent2019-06-143
Basalt pavers
-
0
10
20
30
40
50
60
70
80
90
100
100
0
10
20
30
40
50
60
70
80
22.5
2
5
.0
2
7
.
5
2
7
.5
3
0
.
0
30.0
3
2
.
5
3
2
.
5
3
5
.
0
3
7
.
5
40.0
4
0
.
0
Sapper Moore Jones Place
Victoria S
treet
street parking
street parking
driveway
access
kerb and channel
footpath
footpath
access ramp
fo
o
tp
a
th
re
ta
in
in
g
w
a
ll
fo
o
tp
a
th
re
ta
in
in
g
w
a
ll
street parking
garden
mountable kerb and channel
mountable kerb and channel
mountable kerb and channel
traffic island
street parking
garden
loading zone
GA
RD
EN
traffic
island
street parking
kerb and channel
covered footpath
street
parking
bus stop
raised crossing
concrete area
wooden
deck
steps
steps
steps
s
e
a
t
s
e
a
t
seat
seat
seat
overgrown
hillside
wall
garden
garden
garden
garden
wall
garden
top of kerb
top of kerb
riff raff statue
war monument
mountable kerb and channel
Victoria S
treet
proposed future Hotel development
site boundary
site boundary
site boundary
site boundary
Surface Analysis: Elevation Ranges
Number
1
2
3
4
5
6
7
8
9
10
Color
Minimum Elevation
(m)
-6.677
-6.000
-5.000
-4.000
-3.000
-2.000
-1.000
0.000
1.000
2.000
Maximum Elevation
(m)
-6.000
-5.000
-4.000
-3.000
-2.000
-1.000
0.000
1.000
2.000
3.300
ReasonRev Date Appd
Consultants
RevJob No Sheet No
Sheet Title
Filename
ScaleDrawn
All dimensions to be verified on site before making any shop drawings or commencing any work The copyright of this drawing remains with Holmes Consulting Group LP
(at A1)
This drawing set contains colour.
All reproduction to be in colour.
Holmes Consulting
39 Market Place
Auckland 1010
New Zealand
HolmesConsulting.co.nz
T: +64 9 965 4789
legend:
Contours major (existing)
Contours minor (existing)
0.5m contours earthworks (proposed)
Building footprint (proposed)
Site boundary
Extent of earthworks
Area of archaeological interest
Access door
N
AC05-01-E
BC05-01-E
Design notes:
1. Cut/fill levels assumed to be 0.5 m below thefinished floor level of the proposeddevelopment.
2. Earthworks have not been modelled beyond thesite boundary.
3. Where space is not limited by proximity toboundary, a 1.0 m horizontal offset has beenincluded from the building footprint.
4. Cut and fill plans have assumed sheet piling willbe used instead of batter slopes due tolimitations in space and construction close to thesite boundary.
5. We have allowed for the existing basement levelsobserved from site visits where appropriate. For amore detailed bulk cut & fill plan, survey of allexisting internal basement levels is required.
WAIKATO REGIONAL THEATRE
HAMILTON
VICTORIA STREET
and volume
enabling cut fill plan
DRL 1:200
135713.50 P-EW levels.dwg
135713.50 C03-01-E 3
Cut/Fill Summary
Name
bulk cut fill vloumes
Totals
Cut Factor
1.000
Fill Factor
1.000
2d Area
3104.971sq.m
3104.971sq.m
Cut
9099.560 Cu. M.
9099.560 Cu. M.
Fill
195.432 Cu. M.
195.432 Cu. M.
Net
8904.128 Cu. M.
8904.128 Cu. M.
TH Consent 2019-06-143
-
h.a.d. (m) 20
H scale 1:100
V scale 1:100
25
30
35
40
0 10 20 30 40 50 60 70 80 90 100100
existing levels
design levels
cut / fill depth
A long section
h.a.d. (m) 20
H scale 1:100
V scale 1:100
25
30
35
40
0 10 20 30 40 50 60 70 80
existing levels
design levels
cut / fill depth
B long section
39.589
35.940
23.800
39.399
39.300
36.000
35.933
34.051
33.877
30.794
28.645
31.000
31.000
31.000
31.000
31.000
-4.933
-4.940
-3.051
-2.877
0.206
33.860
33.889
33.846
33.939
34.059
33.868
34.135
33.769
35.508
34.500
31.000
31.000
29.300
31.000
31.000
33.971
0.611
-2.846
-2.939
-4.759
-2.868
-3.135
0.203
cut area
structural
foundations
fill area
structural
foundations
cut areafill area
ReasonRev Date Appd
Consultants
RevJob No Sheet No
Sheet Title
Filename
ScaleDrawn
All dimensions to be verified on site before making any shop drawings or commencing any work The copyright of this drawing remains with Holmes Consulting Group LP
(at A1)
This drawing set contains colour.
All reproduction to be in colour.
Holmes Consulting
39 Market Place
Auckland 1010
New Zealand
HolmesConsulting.co.nz
T: +64 9 965 4789
WAIKATO REGIONAL THEATRE
HAMILTON
VICTORIA STREET
sections A-B
enabling earthworks
DRL 1:200
135713.50 P-EW levels.dwg
135713.50 C05-01-E 3
TH Consent2019-06-143
-
Sapper Moore Jones Place
Victoria S
treet
kerb and channel
footpath
street parking
street parking
carpark
entrance
w
alk
w
a
y
street parking
street parking
driveway
access
kerb and channel
footpath
footpath
access ramp
fo
o
tp
a
th
re
ta
in
in
g
w
a
ll
fo
o
tp
a
th
re
ta
in
in
g
w
a
ll
street parking
garden
mountable kerb and channel
mountable kerb and channel
mountable kerb and channel
traffic island
street parking
garden
loading zone
GA
RD
EN
traffic
island
street parking
kerb and channel
covered footpath
street
parking
bus stop
raised crossing
concrete area
wooden
deck
steps
steps
steps
s
e
a
t
s
e
a
t
seat
seat
seat
overgrown
hillside
wall
garden
garden
garden
garden
wall
garden
canopy
top of kerb
top of kerb
stairs and ramp
riff raff statue
war monument
mountable kerb and channel
Victoria S
treet
proposed future Hotel development
site boundary
site boundary
site boundary
site boundary
proposed new Theatre building
existing Embassy Plaza
3
1
.0
32.0
33.0
3
8
.0
39.0
3
5
.0
36.0
3
4
.2
3
4
.
4
3
4
.
6
3
4
.8
3
5
.2
3
5
.4
35.6
35.8
36.2
36.4
36.6
3
6
.
0
37.0
3
8
.0
39.0
3
3
.0
34.0
3
2
.
8
3
3
.2
3
3
.4
3
3
.6
3
3
.
8
34.2
3
4
.
4
3
4
.
6
site boundary
site boundary
site boundary
site boundary
22.0
23.0
24.0
25.0
2
6
.0
2
7
.
0
2
8
.
0
WW
WW
W
W
W
W
W
W
H
H
H
W
W
W
G
G
ReasonRev Date Appd
Consultants
RevJob No Sheet No
Sheet Title
Filename
ScaleDrawn
All dimensions to be verified on site before making any shop drawings or commencing any work The copyright of this drawing remains with Holmes Consulting Group LP
(at A1)
This drawing set contains colour.
All reproduction to be in colour.
Holmes Consulting
39 Market Place
Auckland 1010
New Zealand
HolmesConsulting.co.nz
T: +64 9 965 4789
WAIKATO REGIONAL THEATRE
HAMILTON
VICTORIA STREET
and levels plan overall
proposed contour
DRL 1:200
135713.50 P-M Proposed levels.dwg
135713.50 C02-01 4
legend:
Contours major (existing)
Contours minor (existing)
Contours major (proposed)
Contours minor (proposed)
Site boundary
N
Proposed concrete
Area of archaeological interest
Access doors
refer to Embassy Plaza design package
WW
WW
M
FH
W
H
G
Wastewater MH (new)
Wastewater MH (existing)
SW Rodding Eye (new)
WW Rodding Eye (new)
SW Inspection Chamber (new)
WW Inspection Chamber (new)
Stormwater MH (new)
Stormwater MH (new) with stainless
steel square infill lids
Stormwater MH (existing)
Standard sump (new)
Stormwater sump (existing)
Fire hydrant (existing)
Fire hydrant (new)
Water meter (existing)
Water meter (new)
Gas connection (existing)
Telecommunications box (existing)
Drain (by others)
Drain (existing)
TH Consent 2019-06-144
refer to Sapper Moore Jones Place design package
entry into the the circle RL 39.50
entry into loading dock RL 35.00
RL 35.00
RL 35.00
RL 35.00
RL 35.25
indicative retaining wall location
by others
indicative channel drain location
-
3
1
.0
32.0
33.0
3
8
.0
39.0
3
5
.0
36.0
3
4
.2
3
4
.
4
3
4
.
6
3
4
.8
3
5
.2
3
5
.4
35.6
35.8
36.2
36.4
36.6
-
6
.
0
%
-
1
.
0
%
-1.0%
-1.0%
36.760m
36.720m
34.124m
33.977m
34.000m
34.000m
33.985m
34.000m
33.977m
34.980m 34.980m
33.965m
33.959m
WW
W
W
W
W
H
H
W
G
Proposed concrete
Area of archaeological interest
Access doors
N
ReasonRev Date Appd
Consultants
RevJob No Sheet No
Sheet Title
Filename
ScaleDrawn
All dimensions to be verified on site before making any shop drawings or commencing any work The copyright of this drawing remains with Holmes Consulting Group LP
(at A1)
This drawing set contains colour.
All reproduction to be in colour.
Holmes Consulting
39 Market Place
Auckland 1010
New Zealand
HolmesConsulting.co.nz
T: +64 9 965 4789
WAIKATO REGIONAL THEATRE
HAMILTON
VICTORIA STREET
and levels plan south
proposed contour
DRL 1:100
135713.50 P-M Proposed levels.dwg
135713.50 C02-02 4
legend:
Contours major (existing)
Contours minor (existing)
Contours major (proposed)
Contours minor (proposed)
Site boundary
-3.6%
56.00m
(e) 56.00m
Trafficable surfaces (-gravity fall)
Surface fall (indicative gravity fall)
Spot height (design surface)
Spot height (existing surface)
fall
proposed future Hotel development proposed new Theatre building
note:
1. Refer to structural documentation for concrete
loading dock design.
refer to Sapper Moore Jones Place design package
Sapper Moore Jones Place
WW
WW
M
FH
H
G
Wastewater MH (new)
Wastewater MH (existing)
SW Rodding Eye (new)
WW Rodding Eye (new)
SW Inspection Chamber (new)
WW Inspection Chamber (new)
Stormwater MH (new)
Stormwater MH (new) with stainless
steel square infill lids
Stormwater MH (existing)
Standard sump (new)
Stormwater sump (existing)
Fire hydrant (existing)
Fire hydrant (new)
Water meter (existing)
Water meter (new)
Gas connection (existing)
Telecommunications box (existing)
Drain (by others)
Drain (existing)
W
indicative retaining wall location
by others
indicative channel drain location
entry into loading dock RL 35.000
RL 35.000
RL 37.250
TH Consent2019-06-144
raised deck area
by others
-
3
6
.
0
37.0
3
8
.0
39.0
3
3
.0
34.0
3
2
.
8
3
3
.2
3
3
.4
3
3
.6
3
3
.
8
34.2
3
4
.
4
3
4
.
639.300m
39.300m
39.300m
39.300m
WW
WW
Proposed concrete
Access doors
N
ReasonRev Date Appd
Consultants
RevJob No Sheet No
Sheet Title
Filename
ScaleDrawn
All dimensions to be verified on site before making any shop drawings or commencing any work The copyright of this drawing remains with Holmes Consulting Group LP
(at A1)
This drawing set contains colour.
All reproduction to be in colour.
Holmes Consulting
39 Market Place
Auckland 1010
New Zealand
HolmesConsulting.co.nz
T: +64 9 965 4789
WAIKATO REGIONAL THEATRE
HAMILTON
VICTORIA STREET
and levels plan north
proposed contour
DRL 1:100
135713.50 P-M Proposed levels.dwg
135713.50 C02-03 4
legend:
Contours major (existing)
Contours minor (existing)
Contours major (proposed)
Contours minor (proposed)
Site boundary
-3.6%
56.00m
(e) 56.00m
Trafficable surfaces (-gravity fall)
Surface fall (indicative gravity fall)
Spot height (design surface)
Spot height (existing surface)
fall
proposed future Hotel development proposed new Theatre building
Basalt pavers on pedestals over concrete slab
drainage collected and routed to stormwater system
levels t.b.c and coordinated with Embassy Plaza design
existing Embassy Plaza
WW
WW
M
FH
H
G
Wastewater MH (new)
Wastewater MH (existing)
SW Rodding Eye (new)
WW Rodding Eye (new)
SW Inspection Chamber (new)
WW Inspection Chamber (new)
Stormwater MH (new)
Stormwater MH (new) with stainless
steel square infill lids
Stormwater MH (existing)
Standard sump (new)
Stormwater sump (existing)
Fire hydrant (existing)
Fire hydrant (new)
Water meter (existing)
Water meter (new)
Gas connection (existing)
Telecommunications box (existing)
Drain (by others)
Drain (existing)
W
refer to Embassy Plaza design package
entry into the the circle RL 39.50
RL 39.30
TH Consent2019-06-144
new paving to tie into existing kerb levels
-
Sapper Moore Jones Place
Victoria S
treet
w
alk
w
a
y
driveway
access
access ramp
traffic island
garden
street
parking
bus stop
raised crossing
wooden
deck
steps
steps
steps
s
e
a
t
s
e
a
t
seat
seat
seat
war monument
Victoria S
treet
proposed future Hotel development
site boundary
site boundary
site boundary
site boundary
proposed new Theatre building
existing Embassy Plaza
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
SWS21090
LL 39.42
depth 2.3
IL 37.12
WWS21032
LL 39.15
depth 3.20
IL 35.95
WWS21033
LL 36.44
depth 2.40
IL 34.04
SWR22060
LL 33.16
depth 1.70
IL 31.46
SWR22062
LL 27.32
depth 1.76
IL 25.56
SWR22061
LL 28.72
depth 1.10
IL 27.62
(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W(e)S
W
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW(e)SW
(e)SW(e)SW
(e)SW
(e)S
W
(e)S
W
(e)S
W
end of pipe not located
(e)S
W
(
e
)
S
W
(
e
)
S
W
(
e
)
W
W
(e)S
W
(e)S
W
(e)S
W
(e)S
W
300Ø conc
(e
)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e
)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W
(e)WW(e)WW
(e)WW(e)WW
(e)WW(e)WW
(e)WW
(e)WW(e)WW
(e)WW
(e)WW
(e)WW
(e)WW
(e)WW
(e)WW
(e)WW
(e)WW
(
e
)
S
W
(
e
)
S
W
WWMH
LL 38.99
depth 0.9
IL 38.09
blocked manhole
(e)W
W(e)W
W
(
e
)
W
W
(
e
)
W
W
(e)W
W
(e)W
W
(e)W
W
(e)S
W
(e)S
W
SWMH
LL 39.25
depth 0.94
IL 38.31
1
5
0
Ø
c
la
y
225Ø EW
450Ø
conc
150Ø
clay
(
e
)
S
W3
0
0
Ø
c
o
n
c
300Ø conc
225Ø
conc
225Ø EW
(e)W
W
(e)W
W
(e)W
W
SWS21121
LL 35.26
depth 1.72
IL 33.54
W
W
W
W
W
W
H
H
H
W
W
W
G
G
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W(e)W
(e)W(e)W
(e)W(e)W
(e)W(e)W
(e)W(e)W
(e)W(e)W
(e)W(e)W
(e)W(e)W
(e)W(e)W
(e)W(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W
(e)W(e)W
(e)W(e)W
(e)W
(e)W(e)W
(e)W(e)W
(e)W
(e)W
(e)W(e)W (e)W
(e)W (e)W (e)W(e)W (e)W
(e)W
150 AC main
150 AC main
250 A
C trunck
150 A
C m
ain
(
e
)
W
W
225Ø
conc
(e)GAS
(e)GAS
(e)GAS
(e)GAS
(e)GAS(e)GAS
(e)GAS(e)GAS
(e)GAS
(e)GA
S
(e)GA
S
(e)GA
S
(e)GA
S
(e)GA
S
(e)GA
S
(
e
)
G
A
S
(e)G
AS
(e)G
AS
(e)G
AS
(e)G
AS
(e)G
AS
(e)G
AS
(e)G
AS
(e)G
AS
(e)G
AS
(e)G
AS
(e)G
AS
(e)G
AS
(e
)G
AS
(e)G
AS
(e
)G
AS
(e)G
AS
(e)G
AS
(e)G
AS
(e)G
AS
(e)G
AS
(e)G
AS
(e)G
AS
(e)G
AS
(e)G
AS
(e)GAS(e)GAS(e)GAS(e)GAS(e)GAS(e)GAS
(e)G
AS
(e)G
AS
(e)G
AS
(e)G
AS
(e)G
AS
(e)GAS
(e)G
AS
(e)G
AS
(e)G
AS
(e)G
AS
(e)G
AS
(e)G
AS
(e)G
AS
(e)G
AS
(e)GAS
(e)GAS
(e)GAS
(
e
)
G
A
S
(
e
)
G
A
S
(
e
)
G
A
S
34mm PE
MP
4 100m
m carbon steel
10mm
PE
10mm PE
(e)GAS
(e)GAS
(e)GAS
(e)GAS
MP
4 100m
m carbon steel
MP
4 32m
m P
E
25m
m P
E
(e)D
UC
T
(e)D
UC
T(e)D
UC
T(e)D
UC
T(e)D
UC
T(e)D
UC
T(e)D
UC
T(e)D
UC
T(e)D
UC
T(e)D
UC
T(e)D
UC
T(e)D
UC
T(e)D
UC
T(e)D
UC
T(e)D
UC
T(e)D
UC
T(e)D
UC
T(e)D
UC
T(e)D
UC
T(e)D
UC
T(e)D
UC
T(e)D
UC
T(e)D
UC
T(e)D
UC
T
(e)D
UC
T
(e)D
UC
T
(e)D
UC
T
(e
)D
U
C
T
(e)D
UC
T
(e)D
UC
T
(e)D
UC
T
(e)D
UC
T
(e)D
UC
T
(e)D
UC
T
(e)D
UC
T
(e)D
UC
T
(e)D
UC
T
(e)D
UC
T
(e)D
UC
T
(e)D
UC
T(e)D
UC
T(e)D
UC
T(e)D
UC
T(e)D
UC
T(e)D
UC
T(e)D
UC
T(e)D
UC
T(e)D
UC
T(e)D
UC
T(e)D
UC
T
(e)P
WR
(e)PWR (e)PWR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(
e
)
P
W
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(
e
)
P
W
R
(
e
)
P
W
R
(
e
)
P
W
R
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)PWR (e)PWR(e)PWR (e)PW
R (e)PWR (e)PWR (e)PWR (e)PWR
(e)PWR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)PWR(e)PWR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
W
R
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(
e
)
P
W
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(e)P
WR
(e)PWR(e)PWR (e)PWR (e)PWR
(e)PWR
(
e
)
P
W
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(e)PWR(e)PWR
(e)PWR
(e
)P
W
R
(e)P
WR
(e)P
WR
(e)PWR
(e)PWR
(e)PWR(e)PWR
(e)PWR(e)PWR
(e)PWR
(e)PWR
(
e
)
P
W
R
(e)PWR (e)PWR (e)PWR
(e
)P
WR
(e
)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)PWR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)P
WR
(e)PWR (e)PWR (e)PWR (e)PWR (e)PWR (e)PWR
(e)PWR
(e)PWR
(
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P
W
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(
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P
W
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(
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P
W
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(
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(e
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(e)P
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(e)P
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(e)P
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(e)P
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(e)P
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(e)P
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(e)P
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(e)P
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(e)P
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R
(e)P
W
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(e)P
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(e)P
W
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(e)P
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(e)P
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(
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(
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(
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(
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(
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(e)P
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(
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(e)P
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(e)P
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(e)P
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(e)P
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(e)P
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(e)P
WR
(e)P
WR
(e)P
WR
(e)PWR
(e)P
WR
(e)P
WR
(e)PWR(e)PWR (e)PWR
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)FIB (e)FIB (e)FIB(e)FIB
(e)FIB(e)FIB (e)FIB (e)FIB
(e)FIB(e)FIB
(e)FIB(e)FIB
(e)FIB(e)FIB
(e)FIB
(e)FIB (e)FIB(e)FIB (e)FIB
(e)FIB(e)FIB (e)FIB
(e)FIB (e)FIB
(e)FIB
(e)FIB
(e)FIB
(e)F
IB
(e)FIB
(e)FIB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
(e)F
IB
W
W
W
W
W
S
W
SW
SW
SW
S
W
S
W
S
W
S
W
SW
SW
WWWW WWWW
WWWWWW
WWWW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW WW WW WW WW WW WW WWWW
WW
WW
WW
W
W
W
W
WWMH 02
WWMH 01
WWMH 03
WWMH 04
SWMH 04
SWMH 03
SWMH 05
SWMH 02
SWMH 01 with grated lid
SWR22061
W W W W W W
WW
RE 01
LL 39.500
IL 38.500 out
SWMH-06 bubble up
LL 39.300 t.b.cIL 38.225 in
IL t.b.c out
IL t.b.c out
D 1.075
1050∅
SWSW
SWSW
SWSW
SWSW
SWSW
SWSW
SWSW
SWSW
SWSW
SW
150 NB UPVC SN8
54.40m at 1:200
WWR22082
SW
SW
SW
SW
SW
SWSW
ReasonRev Date Appd
Consultants
RevJob No Sheet No
Sheet Title
Filename
ScaleDrawn
All dimensions to be verified on site before making any shop drawings or commencing any work The copyright of this drawing remains with Holmes Consulting Group LP
(at A1)
This drawing set contains colour.
All reproduction to be in colour.
Holmes Consulting
39 Market Place
Auckland 1010
New Zealand
HolmesConsulting.co.nz
T: +64 9 965 4789
N
legend:
WW
W W
SW SW
WW
Wastewater MH (new)
Wastewater MH (existing)
SW Rodding Eye (new)
WW Rodding Eye (new)
SW Inspection Chamber (new)
WW Inspection Chamber (new)
Stormwater MH (new)
Stormwater MH (new) with stainless
steel square infill lids
Stormwater MH (existing)
Standard sump (new)
Standard back entry double sump (new)
Stormwater sump (existing)
Overland flow path (new)
Overland flow path (existing)
Water valve (existing
water valve (new)
Back flow preventer (new)
water tee with thrust block (new)
Water bend with thrust block (new)
Cap end -general (new)
Access door
Fire hydrant (existing)
Fire hydrant (new)
Water meter (existing)
Water meter (new)
Gas connection (existing)
Telecommunications box (existing)
Down pipe (new)
Drain (by others)
Drain (existing)
Stormwater pipe (new)
Stormwater pipe (existing)
Wastewater pipe (existing)
Wastewater pipe (new)
Water pipe supply (new)
Water pipe supply (existing)
Fibre (existing)
Power (existing)
Gas (existing)
Duct (existing)
Area of archaeological interest
Tree and drip line (existing)
Site boundary
WW
(e)GAS
M
d.p
FH
W
H
G
WAIKATO REGIONAL THEATRE
HAMILTON
VICTORIA STREET
proposed overall services plan
DRL 1:200
135713.50 P-M services levels.dwg
135713.50 C05-01 4
note:
1. Kerb adaptor as per RITS
standard drawing D4-2.
2. bubble up chamber LL to
tie into existing footpath
levels. IL out to tie into
existing kerb level.
channel drain design by others
(e)PWR
(e)DUCT
(e)FIB
(e)SW
(e)WW
(e)W
TH Consent2019-06-144
-
SWR22060
LL 33.16
depth 1.70
IL 31.46
SWR22062
LL 27.32
depth 1.76
IL 25.56
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW(e)SW
(e)SW(e)SW
(e)SW(e)SW
(e)SW(e)SW
(e)SW(e)SW
(e)SW
(e)S
W
(e)S
W
(e)S
W
(e)S
W
(e)S
W
(e)S
W
(e)S
W
(e)S
W
end of pipe not located
(e)S
W
(e)S
W
(e)S
W
(e)S
W
(e)S
W
(e)S
W
(e)S
W
(e)S
W
300Ø conc
(e
)S
W
(
e
)
S
W
(
e
)
S
W
(
e
)
S
W
(
e
)
S
W
(
e
)
S
W
(
e
)
S
W
(
e
)
S
W
3
0
0
Ø
c
o
n
c
300Ø conc
225Ø
conc
SWS21121
LL 35.26
depth 1.72
IL 33.54
225Ø
conc
SWMH 01
LL 33.981IL 32.288 out t.b.cD 1.693
1050∅ with grated lidMH located to allow connection downpipe outletof syphonic from buildingdesign t.b.c by Architect / building services
SWMH 02
LL 34.013IL 32.223 in
IL 32.173 out
D 1.840
1050∅
S
W
S
W
S
W
SW
SWMH 03
LL 34.104IL 31.226 in
IL 31.226 out
D 2.878
1050∅
SWMH 05
LL 33.359IL 31.096 in
IL 28.650 out
D 4.709
1050∅
SW
SW
SW
SW
SW
SW
SWR22061
LL 28.720IL 27.650 (A)
IL 27.620 (D)
IL 27.620 out
D 1.034
1200∅
S
W
S
W
S
W
S
W
S
W
S
W
S
W
S
W
A
sump 01
with stainless steel heel proof sump lid
LL 33.986
IL 32.974 out
D 1.012
SWMH 04
LL 34.113IL 32.887 (Y)
IL 32.890 (X)
IL 31.150 out
D 2.964
1050∅
SW
SW
SW
SW
D
225 NB uPVC SN 8
5.47m at 1:100
225 NB uPVC SN 8
2.11m at 1:100
225 NB uPVC SN 8
8.85m at 1:100
150 NB uPVC SN 16
5.98m at 1:78
150 NB uPVC SN 16
1.26m at 1:100
225 NB uPVC SN 8
11.89m at 1:13
Y
SW
SW
SW
SW
SW
SW
150 NB uPVC SN 16
5.85m at 1:100
X
S
W
S
W
S
W
ReasonRev Date Appd
Consultants
RevJob No Sheet No
Sheet Title
Filename
ScaleDrawn
All dimensions to be verified on site before making any shop drawings or commencing any work The copyright of this drawing remains with Holmes Consulting Group LP
(at A1)
This drawing set contains colour.
All reproduction to be in colour.
Holmes Consulting
39 Market Place
Auckland 1010
New Zealand
HolmesConsulting.co.nz
T: +64 9 965 4789
N
stormwater detention tank
indicative location
design volume 24m³
Cirtex Rainsmart Triple layer system
75 modules (2m wide by 10.725m long)
allow for geogrids above device to ensure
can be located in trafficable location
sized for Theatre development only
proposed new Theatre buildingproposed future Hotel development
WAIKATO REGIONAL THEATRE
HAMILTON
VICTORIA STREET
services plan
proposed stormwater
DRL 1:200
135713.50 P-M services levels.dwg
135713.50 C06-01 4
Stormwater 360 stormfilter with
one 69 cm perlite filter
proprietary treatment device to
treat runoff from trafficable areas
with throttled outlet
legend:
SW SW
SW Rodding Eye (new)
SW Inspection Chamber (new)
Stormwater MH (new)
Stormwater MH (new) with stainless
steel square infill lids
Stormwater MH (existing)
Standard sump (new)
Standard back entry double sump (new)
Stormwater sump (existing)
Overland flow path (new)
Overland flow path (existing)
access door
Down pipe (new)
Stormwater pipe (new)
Stormwater pipe (existing)
Drain (by others)
Drain (existing)
Area of archaeological interest
Tree and drip line (existing)
d.p
Site boundary
(e)SW
TH Consent 2019-06-144
DuraGrid Bi-axial layer at 0.3m above
the system and 1.5m beyond the
system
indicative discharge points for
Theatre subsoil drains, refer to
architectural details for locations
and levels of drains
-
h.a.d. (m) 25
H scale 1:100
V scale 1:100
30
35
0 10 20 30 40
pipe datapipe data
structure chainage
lid level
invert level
cover to pipecover to pipe
SW 02 longitudinal section
225 NB uPVC SN 8
1:100 (1.00%)
225 NB uPVC SN 8
1:13 (7.69%)
225NB UPVC PN 6
1:100 (1.00%)
225 NB uPVC SN 8
1:100 (1.00%)
150 NB uPVC SN 16
1:100 (1.00%)
13.710
26.711
39.709
34.104
33.359
28.720
28.650
27.650
31.244
31.226
31.132
31.096
31.226
31.132
32.960
32.902
4.47
2.57
2.71
2.54
1.03
0.77
2.54
2.03
2.71
1.01
SW
R22061
Ø 1.
200
SW
MH
05
Ø 1.
050
SW
MH
03
Ø 1.
050
h.a.d. (m) 25
H scale 1:100
V scale 1:100
30
35
0 10 20
pipe datapipe data
structure chainage
lid level
invert level
cover to pipecover to pipe
SW 01 longitudinal section
225 NB uPVC SN 8
1:100 (1.00%)
225 NB uPVC SN 8
1:100 (1.00%)
6.513
0.000
34.013
33.981
32.288
32.223
32.173
32.147
1.62
1.63
1.58
1.72
SW
MH
01
Ø 1.
050
SW
MH
02
Ø 1.
050
new WW
150 NB uPVC SN 16
RAINSMART syestem
in coming connection
new SW
150 NB uPVC SN 16
proposed excavation line
proposed final surface
existing surfaceretaining wall by others
existing surface
proposed excavation line
proposed final surface
0.3
RL 32.45
structural foundation beam
RL 32.45
RAINSMART syestem
1
C15-01
2 X-DuraGrid Bi-axial layer at 0.3m
centers 0.3m above the system and
1.5m beyond the system
2 X-DuraGrid Bi-axial layer at 0.3m
centers 0.3m above the system and
1.5m beyond the system
site boundary
site boundary
site boundary
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)SW
(e)S
W
(e)S
W
(e)WW
site boundary
site boundary
site boundary
S
W
SW
SW
SW
S
W
S
W
S
W
S
W
SW
SW
SWMH 04
SWMH 03
SWMH 05
SWMH 02
SWMH 01 with grated lid
SWR22061
SW
SW
SW
ReasonRev Date Appd
Consultants
RevJob No Sheet No
Sheet Title
Filename
ScaleDrawn
All dimensions to be verified on site before making any shop drawings or commencing any work The copyright of this drawing remains with Holmes Consulting Group LP
(at A1)
This drawing set contains colour.
All reproduction to be in colour.
Holmes Consulting
39 Market Place
Auckland 1010
New Zealand
HolmesConsulting.co.nz
T: +64 9 965 4789
SW 02SW 01
key plan
scale 1:200
WAIKATO REGIONAL THEATRE
HAMILTON
VICTORIA STREET
longitudinal sections
proposed stormwater
DRL as shown
135713.50 P-M services levels.dwg
135713.50 C07-01 3
TH Consent2019-06-143
-
Sapper Moore Jones Place
Victoria S
treet
kerb and channel
footpath
street parking
street parking
carpark
entrance
w
alk
w
a
y
street parking
street parking
driveway
access
kerb and channel
footpath
footpath
access ramp
fo
o
tp
a
th
re
ta
in
in
g
w
a
ll
fo
o
tp
a
th
re
ta
in
in
g
w
a
ll
street parking
garden
mountable kerb and channel
mountable kerb and channel
mountable kerb and channel
traffic island
street parking
garden
loading zone
GA
RD
EN
traffic
island
street parking
kerb and channel
covered footpath
street
parking
bus stop
raised crossing
concrete area
wooden
deck
steps
steps
steps
s
e
a
t
s
e
a
t
seat
seat
seat
overgrown
hillside
wall
garden
garden
garden
garden
wall
garden
canopy
top of kerb
top of kerb
stairs and ramp
riff raff statue
war monument
mountable kerb and channel
Victoria S
treet
proposed future Hotel development
site boundary
site boundary
site boundary
site boundary
proposed new Theatre building
existing Embassy Plaza
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
WWS21032
LL 39.15
depth 3.20
IL 35.95
WWS21033
LL 36.44
depth 2.40
IL 34.04
(
e
)
W
W
(e
)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e
)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W(e)W
W
(e)WW(e)WW
(e)WW(e)WW
(e)WW(e)WW
(e)WW
(e)WW(e)WW
(e)WW
(e)WW
(e)WW
(e)WW
(e)WW
(e)WW
(e)WW
(e)WW
WWMH
LL 38.99
depth 0.9
IL 38.09
blocked manhole
(e)W
W(e)W
W
(
e
)
W
W
(
e
)
W
W
(e)W
W
(e)W
W
(e)W
W
1
5
0
Ø
c
la
y
225Ø EW
150Ø
clay
225Ø EW
(e)W
W
(e)W
W
(e)W
W
W
W
W
W
W
W
G
G
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
site boundary
(
e
)
W
W
WWWW WWWW
WWWWWW
WWWW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW WW WW WW WW WW WW WWWW
WW
WW
WW
W
W
W
W
WWMH 01
LL 35.607 t.b.c
IL 33.660 in
IL 33.580 out
D 2.027
1050∅
WWMH 02
LL 38.803
IL 32.417 in
IL 32.337 out
D 6.466
1500∅
WWMH 03
LL 37.035
IL 31.566 in
IL 31.486 out
D 5.549
1200∅
WWMH 04
LL 34.025internal drop structure as per RITS standard drawing D5-1
IL 31.191 (A1)
IL 29.563 (B1)
IL 29.320 out
D 4.705
1200∅WWR22082
LL 33.955IL 29.150 (F (new))
IL 28.920 (B2)
IL 31.480 (E1)
IL 31.480 (D1 -IL grouted off)
IL 31.280 (A2)
IL 28.880 (C2)
IL 28.850 out
D 5.105
150 NB uPVC SN 16
21.49m at 1:20
150 N
B uP
VC
S
N 16
75.78m
at 1:100
150 NB uPVC SN 16
28.34m at 1:100
150 NB uPVC SN 16
8.43m at 1:561
5
0
N
B
u
P
V
C
S
N
1
6
8
.
5
1
m
a
t
1
:
6
7
IL 29.700
cover 4.113
wastewater connection to site refer to
building services engineer for continuation
B2
E1
D1
A2
F (new)
T
B1A1
C2
ReasonRev Date Appd
Consultants
RevJob No Sheet No
Sheet Title
Filename
ScaleDrawn
All dimensions to be verified on site before making any shop drawings or commencing any work The copyright of this drawing remains with Holmes Consulting Group LP
(at A1)
This drawing set contains colour.
All reproduction to be in colour.
Holmes Consulting
39 Market Place
Auckland 1010
New Zealand
HolmesConsulting.co.nz
T: +64 9 965 4789
N
proposed WW line relocation , passes
underneath level B1
WAIKATO REGIONAL THEATRE
HAMILTON
VICTORIA STREET
services plan
proposed wastewater
DRL 1:200
135713.50 P-M services levels.dwg
135713.50 C08-01 4
legend:
WW
WW
Wastewater MH (new)
Wastewater MH (existing)
access door
Wastewater pipe (existing)
Wastewater pipe (new)
Area of archaeological interest
Tree and drip line (existing)
Site boundary
WW
(e)WW
TH Consent2019-06-144
-
h.a.d. (m) 28
H scale 1:100
V scale 1:100
30
35
40
0 10 20 30 40 50 60 70
pipe datapipe data
structure chainage
lid level
invert level
cover to pipecover to pipe
WW 01 longitudinal section
h.a.d. (m) 28
H scale 1:100
V scale 1:100
30
35
40
70 80 90 100 110 130 140 143
pipe datapipe data
structure chainage
lid level
invert level
cover to pipecover to pipe
WW 01 longitudinal section
150 NB uPVC SN 16
1:20 (5.11%)
150 NB uPVC SN 16
1:100 (1.00%)
existing 150
1:31 (3.18%)
25
.7
31
2.974
38
.8
03
35
.6
07
33.580
32
.4
17
32.337
31.566
33.755
33
.6
60
1.87
6.31
1.56
6.2
3
5.29
1.79
WW
MH
02
Ø 1.
50
0
WW
MH
01
Ø 1.
050
150 NB uPVC SN 16
1:100 (1.00%)
150 NB uPVC SN 16
1:100 (1.00%)
150 NB uPVC SN 16
1:56 (1.78%)
existing
225 ew main
1:100 (1.00%)
10
2.8
56
132.397
141.945
37
.0
35
34.025
33.955
32.337
31
.5
66
31
.4
86
31.191
29.320
29.150
28.850
28.822
6.31
5.3
7
4.06
4.29
5.2
9
2.19
4.08
4.31
lo
ng
itu
din
al se
ctio
n co
ntin
ue
d b
elo
w
chianage 0-70
chianage 70-143.4
WW
R22082
WW
MH
0
3
Ø 1.
20
0
lo
ng
itu
din
al se
ctio
n co
ntin
ue
d a
bo
ve
finished surface levels within Embassy Plaza part of Embassy Plaza design package.
structural foundations
proposed excavation line
existing surface
existing surface
proposed final surface
lift pit location
0.3m
WW
MH
04 internal drop structure
Ø 1.
200
indicativelanding platform
ReasonRev Date Appd
Consultants
RevJob No Sheet No
Sheet Title
Filename
ScaleDrawn
All dimensions to be verified on site before making any shop drawings or commencing any work The copyright of this drawing remains with Holmes Consulting Group LP